Grab Handholds: Sectional Plan Top Plan
Grab Handholds: Sectional Plan Top Plan
Grab Handholds: Sectional Plan Top Plan
300
LIFTING HOOCKS CONCRETE SUPPORT PLINTHS.
5.SLOPE FLOOR OF CHAMBER AT 1:100 TO SUMP
6.ALL GRP LADDER TO BE IN ACCORDANCE WITH SPECIFICATIONS.
STEP PLATFORM 500x300x400H SLOPE 1% GRP LADDER
FOR DEPTH OF CHAMBER 7.PIPE AND VALVE INFO TO BE CLEARLY MARKED ON THE SLAB
MORE THAN 2.50M USE LADDER AS SPECIFIED.
WITH PROTECTION CAGE. 750x750mm CLEAR OPENING 8.DIMENSIONS OF ALL REINFORCED CONCRETE THRUST BLOCKS TO
B
C
E
WITH COVER AND FRAME BE CONFIRMED BY THE CONTRACTOR AND SUBMITTED FOR
SUMP 500 x 500 x 300
ENGINEER'S APPROVAL.
9.THE CONTRACTOR TO CONFIRM, WHERE APPLICABLE THE
PIPE SCHEDULE OF FITTINGS FOR CHAMBERS PRIOR TO
SEE PLACEMENT OF ORDERS AND CONSTRUCTION.
FLOW NOTE NO.3 FLOW 10.ALL PIPING INSIDE CHAMBERS TO BE DUCTILE IRON IN
E
ACCORDANCE WITH SPECIFICATIONS.
CL CL 11.ALL FLANGES ARE TO BS 4504 TABLE 16 UNLESS NOTED
OTHERWISE.
12.PIPE WORK DIMENSIONS ARE TO CENTER LINES
PIPE ENDS OR FLANGE FACE.
13.ALL FLANGES AND COUPLINGS OUTSIDE OF CHAMBERS TO BE
PROTECTED BY HEAT SHRINKABLE SLEEVING IN ACCORDANCE
1% WITH SPECIFICATION.
SLOPE 1% WATER PROOFING
A
-
300
300 A 300 200X150 CHAMBER
INDICATION PLATE
D D
Project
FGL
1600 1200 2700 1400 1800 3400
SADDLE CLAMP 400 1200 1600 800 1800 2300 REV. DATE DESCRIPTION APPR'D
FLOW FLOW
DN
Consultant
500